Objective Airport Engineering Questions and Answers pdf

31. For supersonic transport aircraft, the minimum turning radius of taxiway is
a) 60 m
b) 120 m
c) 180 m
d) 240 m
Ans: c

33. As per UK design criteria, if LCN of aircraft is between 1.25 to 1.5 times the LCN of pavement, then the number of
movements allowed are
a) Zero
b) 300
c) 3000
d) Unrestricted
Ans: b

34. Which of the following is an example of failure in flexible pavements ?
a) Alligator cracking
b) Mud pumping
c) Warping cracks
d) Shrinkage cracks
Ans: a

35. The main disadvantage of angle nose out parking configuration of aircraft is that the
a) aircraft rear loading door is far away from terminal building.
b) hot blast is directed  towards the terminal building
c) overall apron area required is more
d) all the above
Ans: b

36. Which of the following is used for servicing and repairs of the aircraft ?
a) Apron
b) Hanger
c) Terminal building
d) holding apron
Ans: b

37. The slope of the transitional surface for A, B and C type of runway shall be
a) 1:5
b) 1:7
c) 1:10
d) 1:12
Ans: b

38. The length of clear zone for none instrument runway of a small aircraft is
a) 150 m
b) 300 m
c) 600 m
d) 750 m
Ans: b

39. In approach areas of runways equipped with instrumental landing facilities any object within 4.5 km distance from runway end shall be considered as an obstruction if its height is more than
a) 20 m
b) 30 m
c) 45 m
d) 51 m
Ans: b

40. Maximum gross take-off weight of an aircraft is
a) equal   to   the   maximum   structural landing weight
b) less  than  the  maximum   structural landing weight
c) more than the maximum  structural landing weight
d) equal to the empty operating weight plus the payload
Ans: c


Read More Questions:
Airport Engineering Mcqs Part1
Airport Engineering Mcqs Part2

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